Summary for Test 2025-12-03-15-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 211183 DEA: 062HT014 EFIS: 0613000318 COOP: HSR1446 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145,99(var),180,41-various |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct crossings in Madera and Fresno for High Speed Rail project: SR 145, SR 99, SR 180, SR 41. |
| Location Description | Madera and Fresno Counties; HST crossings at SR 145, SR 99, SR 180, SR 41. |
| QA Service Level | 2 (Verified on 02/04/2016) |
Sample Information
| Sample Taken Date | 12/03/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/03/2025 |
| Sample type | Quality Control | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Feist |
| Title of sampler | Telephone number of sampler | 559-351-9518 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | TPZP | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 41-C0235 | |
| Structure name | Road 26 OH Madera, CA | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 06-MA-Road 26 |
| Direction of Travel | Post Mile | 15.00 | |
| Lanes to be Tested | Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-12-03-15
DIME Test ID: 2025-12-03-15-3
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2025-12-12
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 12/11/2025
Air Temperature: 41 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Overcast
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: End of Bridge
Edge used to measure position: Left of Right Bridge Wall
Reference Distance 1: 242 ft
Reference Distance 2: 239 ft
Reference Distance 3: 236 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Position for Stationing 1: 21 ft
Position for Stationing 2: 21 ft
Position for Stationing 3: 21 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.28
Corrected Coefficients of Friction for Stationing 2: 0.24
Corrected Coefficients of Friction for Stationing 3: 0.27
Average Coefficient of Friction: 0.26
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2025 ✔